INFLUENCE OF SIDEWALKS AND RAILINGS ON WHEEL LOAD DISTRIBUTION IN STEEL GIRDER BRIDGES
This paper presents the results of a parametric study showing the influence of typical sidewalks and railings on wheel load distribution as well as on the load-carrying capacity of highway bridges. A typical one-span, two-lane, simply supported, composite steel girder bridge was selected in order to investigate the influence of various parameters such as: span length, girder spacing, sidewalks, and railings. A total of 120 bridges were analyzed using three-dimensional finite-element analysis. AASHTO HS20 design trucks were positioned in both lanes to produce the maximum moments. The finite-element analysis results were also compared with AASHTO wheel load distribution factors. The AASHTO load and resistance factor design (LRFD) wheel load distribution formula correlated conservatively with the finite-element results and all were less than the typical empirical formula (S/5.5). The presence of sidewalks and railings were shown to increase the load-carrying capacity by as much as 30% if they were included in the strength evaluation of highway bridges.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/oclc/32947845
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Corporate Authors:
American Society of Civil Engineers
345 East 47th Street
New York, NY United States 10017-2398 -
Authors:
- Mabsout, M E
- Tarhini, K M
- Frederick, G R
- Kobrosly, M
- Publication Date: 1997-8
Language
- English
Media Info
- Features: Figures; References; Tables;
- Pagination: p. 88-96
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Serial:
- Journal of Bridge Engineering
- Volume: 2
- Issue Number: 3
- Publisher: American Society of Civil Engineers
- ISSN: 1084-0702
- Serial URL: http://ojps.aip.org/beo
Subject/Index Terms
- TRT Terms: Girder bridges; Highway bridges; Mathematical models; Metal bridges; Sidewalks; Steel bridges; Wheel loads
- Uncontrolled Terms: Wheel load distribution
- Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;
Filing Info
- Accession Number: 00738550
- Record Type: Publication
- Files: TRIS
- Created Date: Jul 29 1997 12:00AM